SW6220604_Plansheet 13 - Misc. Detail_20220926

I
VARIES (60' TYP)
FILL CONDITION '
8.0' 6.0' 6.0' 120.0'
5"
BERM \
(IF REQ'D FOR DITCH)
/
�! EX. GROUND
52
En
0
5'
FILL CONDITION
� BERM � 1
(IF DITCH REQUIRED)
- G — — EX. GROUND
En
f
DITCH, IF REQUIRED ON PLAN
0
IN I S TO A C-
1"/FT
�.IPI
�oj:� SHLDR
DITCH, IF REQUIRED ON PLAN
1/4"/FT
EXTEND BASE COURSE 1'
BEYOND ASPHALT EOP
6.0'
1/4"/� 1 VFT
ROADWAY I SHLDR
(SEE DETAIL E-13)
*SEE DITCH SCHEDULE ON PLAN / PROFILE
SHEETS FOR DITCH DIMENSIONS AND LINER*
A-13 ROADWAY TYPICAL SECTION
SCALE: 1" = 5'
* SEE PLAN FOR PROPOSED SPOT ELEVATIONS
a I I
I I
I
FFJT�-I
$ L IrJ BROOM FINISH
� I I E%PN rqN BOLTS
I I
f -
1 I cAPAEEN � N
I 1:65 IRE AREAS .TOOL
EDGES "VW1T"I
L J PPAAYEEDD AREAsuv+as IN
CRT! IL ONLNE SLOPE WWACE .25 NCH
CH
FMMIXL SCES
INN
sum CBI! PEDESTAL i {AITTNN MET�E�AL ONLY)
IAATCM EXU NG GRAA N
MILL eDe RAL �0 "'�
SLOPE SURFACE .21% NCN PER FOOT
�yY �•pB yk [IN ALL SONS FOR PWNGE
4 I { S I 4 R� LH 1�.00 CEMERS WW WY.
1 6'-S a GRAVO.I CA USH
•• • ..y- . GNiAVF1 OR CAUSHm
I ." .a STORT IUN:T WHERE
•.:r; 1:+•� :r....•.•,+; Al1U (gyp[ ocruR51.
BAD MN. .;.y'-.:?t;°i,:':;;� :" ;�:� ?r' T` t' 8 it W. TOM DEPTH
PRY UNDIVURBm
0 0WAAGTED SOL
WE IBM
1. CWXFWE SHLLL HWE A COYPPES54E STRFNCTN Ci 3.00D P9 O 26 DONS, MdXPr It
WIN, - � W T. AR WKNINIEM AND BE PIERCE➢ MfH A 3.50 - 4.50 SLUMP N
ACCORDANCE WIN AO 301
3. WARMN BOLTS SNAd BE ECUNALM TO 7W FOLLOWING PAN
e. HLTI MAT[ BOLT [+•+.uv.NNtmm] 1-1/7 DNYETER . S-N/2
94AALL LD CTH
CALNVDiED, CATALOG j: 000-453--
,DI 1 12-512 STAINLESS STMf CATALOG #: 000-454-7"
FNSU E TNT THE LAN- EAHWFFT W ATE IS AT LEW .7-,/Y.
E- rrM wIISET REDHEAD TRU WLT �q,IV�.mI*sll-neApq,,Nl-}
GALVOWQW. I f2' OLM67 N r 7 VAIIVLL a=1rNI CADAAG
I WOO NS­127DB
04SIM TWIT THE WN. 99EDIFNT IN CONCRETE IS AT LEAST
C. RAlIL SMD [ - r
CAVA N= 1 •'A . S-, /2' acrwi LE7ICRC I?LTAI.00
NAMWETt 7724,
EIGM TWIT THE MN, EkBEDMEM IN COICAIEIE IS AT LEAST
c A 0 CBI! OOWLIRATdN IS CEPICM A 2 OR 4 ON CONrAftTON MA FE OSm AS LONG
AS THEY' AIRS ARRARGEO N ORVRTIPS WS' S)" TOWEMLL OMP11WN OF TIE CpNPETE
BASE DOES NOT EXCEM IS FEET
L—
SHLDR
CLUSTER BOX UNIT (CBU) INATI STALLON -
``° CA ieGL°- DeNaL
VI TIP
G1 -2-0 e1
rno ` e
juapsj1Ibrary/�El�iJi 2-oo
srG7e ° �7 1•
11'V2• - r�
UVS issued: r0 a
5'DL Lust Rvvhwd. 111 ir6s
STANDARD DETAIL L09ARY
VARIES
(SEE PLAN
ROADWAY
(SEE DETAIL E-13)
CUT CONDITION
6.0' 8.0'
EX. GROUND
/
/
/
P BW*,
ROADSIDE DITCH
(VEE, TYP)
VARIES, R = 45'
*SEE DITCH SCHEDULE ON PLAN / PROFILE
SHEETS FOR DITCH DIMENSIONS AND LINER*
B-13 CUL-DE-SAC TYPICAL SECTION
SCALE: 1" = 5'
NOTES TO A/E-
1. IF THE ACCESSIBLE ROUTE FROM THE CBU(s) CONNECTS WITH A STREET OR OTHER PAVED SURFACE AT
A VERTICAL CURB, A CURB RAMP SHOULD BE INSTALLED IN ACCORDANCE WITH RE-4 RE4UIREMENTS.
NOTL. TURNING SPACE MY BE ON
PUDUC WALRWGY IF THE VALkVA(
CONFORMS TO THE SLOPE
REgUROlENTS (MAXMUA1 2TL SLOPE),
CLEAR RERlURED
tE
7_ Fl VIER!
I
UWATHEDGES IN LANDSCAPE AREAS.
TOOL EDGES FLIISNI WFrti ADJOIN NO
-------,
Y,
CBU I
SURFACES IN PAID AREA.S-
I I !
I I
_ _
��
IX8INECTOR-
— MIIIIIUN 4• WIOE
L_J I f
r_, I/r
,
•XE' THICl,Eh ED SLAB EDGE (TYP.]
F
f
SEE DEFAILCOU G 1-2-0e1 L_ I
r — •
CONTROL JOINT CENTERED
ON CBU FOUNDATION
DLIIETER CIRCU€AR TURNING SPACE
JOINT
SWAIN
r 1
Liu OUTLINEI N;BII
I
OPE SURFACE 414IM M 1% FOR DRABUCE,
1
L_J
MWCIAN4 SCOPE SW J- NOT EXODEO 2%
wN cGITTR°L JOIYF
5.0% Mid%-
2 RUDOIL INF SLOPE
CR055 SLOPE
I I
I
I
I
I
(�
11- O0NGI&7E SMALL HAVE A COMPRESSIVE SIRENIM OF
3.000 PSI O 2S DAYS. CONTAIN 4% MIN.- EX MAX
Alt EMRAINME'Ni AM BE PLACED MM A 3.'50-4,50
SLUMP IN ACCOMANCE WITH ACI 301
I
2. A6=MLNY PAD TO BE LEVEL METH CEU FOUNDATION
}• EXP. JOINT WTTH
P3E-NOLDEC FILLER
I
3, CONNECT ACCE5SBEI7Y PAD TD E101111 PAYED
PEDESTRIAN SURFACE (PREFERRED) ON �JBL1C STREET.
4. REINF7RCE ALL SLABS WITH 150 T1.4 X W17.4 WRF
°. �RONIDE UGM BROOM FINISH
Paved Pedeatrian Surface
(if available)
or Public Street
J` CLUSTER BOX UNIT (CBU) ACCESS roc. Ten. I�ect. IreFQ. Iuelwl
MAN RI SPA - N G 1 -2-0 e3
•'.A% , I75P5 SAL Issued: 10 1f?°T6
_VWPs*reryld�lCF7-00 Y _ W-'I'-0' LEI Na,w;aNd: r/'a/2aIs
STANDARD DETAIL LORARY
VARIES, R = 60'
6.0' 6.0'
CUT CONDITIC
2HF
SHLDR
EXTEND BASE COURSE 1'
BEYOND ASPHALT EOP
ROADSIDE DITCH
(VEE, TYP)
3.0'
IEX. GROUND
/
/
/
"BW-
z
0
i
DIMENSIONS OF CBU PAD BASED
ON THE CONFIGURATION AND
NUMBER OF CBU'S INSTALLED
25' 100' 25'
ASPHALT EP
2% TURN -OUT ^ 2%
(7' WIDE)
0
EP rI
C/L
SAGE DRIVE - 4os+oo
406+00 '~
MAIL KIOSK ON CONCRETE PAD PAVEMENT SURFACE IN TURN -OUT
(SEE USPS DETAILS - SHEET 12) TO HAVE 2% MAX SLOPE
• R/W
MAIL (CBU) KIOSK - SITE PLAN
SCALE: 1" = 20'
2" ASPHALT SURFACE COURSE, NCDOT TYPE S9.513
8" CABC, NCDOT TYPE I OR II
SUBGRADE
(98% MIN. STANDARD PROCTOR, TOP 1')
(95% MIN. STANDARD PROCTOR, BELOW TOP 1')
NOTE:
1. ASPHALT, STONE, AND SUBGRADE TO BE PLACED ACCORDING TO NCDOT SPECIFICATIONS.
n
/
12 LF 18" HDPE \i
@ 1% (1' COVER)
ROCK OUTLET
/ PROTECTION 1 '
/ / / L = 6'
Z �j j / CLASS 'A' RIP RAP
VEGETATED BUFFER /
AROUND EX POND
(30' FROM NORMAL POOL) `
/
/
/
NOTES:
E-131 ROADWAY PAVEMENT DESIGN
NTS
STREAM IMPACT
AREA
22
/ 1. WALKING TRAIL LENGTH IS APPROXIMATELY 1,200 LF.
TRAIL SURFACE TO BE MULCH. I I I
PERMITS FOR WETLAND IMPACTS MUST BE OBTAINED y
PRIOR TO CONSTRUCTION.
I TRAIL TO OLLOW NATURAL. CONTOURS, ONLY MINIMAL -A r—
GRADING. 00
r6.4
DRIVE APAKING TO BE 6" (MIN.) THK GRAVEL.
ISEE SHEETS 2 FOR TEMP. EROSION CONTROL PLAN
------ _
\ C h I J GRAVEL DRIVEWAY / / /
\ y IQI GRAVEL PARKING / /
�I (5 SPACES) / / / /.000
-
\��\ ----- Y I-
- — — — — /
N
+
OS - I I LLU
` J
TRAIL TO CROSS OVER /--------------
EXISTING POND DAM WITH �
NO IMPACT TO WETLANDS
/ IH
7D-713 OPEN SPACE AMENITY - SITE PLAN
SCALE: 1" = 50'
J THOMAS ENGINEERING, INC.
CIVIL
ENGINEERING
&
PLANNING
143
Charlotte
Avenue, Suite
104
Sanford,
North Carolina
27330
[phone] phone
www.jthomasengineering.com
license
no. C-3389
PROFESSIONAL ENGINEER'S SEAL
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REVISIONS
26 SEP 2022: PER COMMENTS RECEIVED FROM NCDEQ
STORMWATER.
AGENCY REVIEW
ONLY
Scale:
Drawn by:
NTS
JRT
Sheet:
Designed
by:
JRT
13
18
Reviewed by:
JRT
of
Project Number:
Date:
21-002
30 MAR 2022